CN207314332U - A kind of cement mixing pile building enclosure - Google Patents
A kind of cement mixing pile building enclosure Download PDFInfo
- Publication number
- CN207314332U CN207314332U CN201721374835.9U CN201721374835U CN207314332U CN 207314332 U CN207314332 U CN 207314332U CN 201721374835 U CN201721374835 U CN 201721374835U CN 207314332 U CN207314332 U CN 207314332U
- Authority
- CN
- China
- Prior art keywords
- cement mixing
- mixing pile
- building enclosure
- protection network
- cylinder
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- Expired - Fee Related
Links
- 239000004568 cement Substances 0.000 title claims abstract description 87
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 62
- 238000002513 implantation Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 230000002787 reinforcement Effects 0.000 claims description 32
- 125000006850 spacer group Chemical group 0.000 claims description 22
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 206010058109 Hangnail Diseases 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 abstract description 14
- 230000000694 effects Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000006641 stabilisation Effects 0.000 description 3
- 238000011105 stabilization Methods 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of cement mixing pile building enclosure, its key points of the technical solution are that including cement mixing pile, it is equipped with the cement mixing pile and reinforces building enclosure, the protection network for reinforcing building enclosure and including some reinforcing bars being fixedly connected, being fixedly connected with reinforcing bar, reinforcing building enclosure implantation before cement mixing pile solidifies.This cement mixing pile building enclosure reinforces building enclosure and forms an entirety, reduces single part and position movement occurs, and the overall structure for being conducive to reinforce building enclosure is stablized, so as to improve the anti-bending strength and shear resistance of cement mixing pile.
Description
Technical field
Foundation pit supporting project technical field is the utility model is related to, more specifically, it relates to which a kind of cement mixing pile encloses
Protection structure.
Background technology
Civil engineering at present, traffic engineering, in hydraulic engineering for soft clay area cutting depth be not more than 5m foundation pit,
Frequently with the relatively low cement mixing pile Gravity Retaining Wall structure of cost as building enclosure.Since Gravity Retaining Wall structure accounts for
Ground scope is larger, is difficult to carry out in the case of many narrow fields.And due to cement mixing pile bending resistance and shear behavior compared with
Difference is long in engineering cement mixing pile occur and cut or produce larger displacement and cause to go along with sb. to guard him the soil body to cave in and cause engineering accident
Situation.
Notification number is that the Chinese patent of CN205975633U discloses a kind of reinforced cement mixing pile building enclosure, it includes
Cement mixing pile, steel pipe or reinforcing bar, the structure insert steel pipe or steel before cement mixing pile solidification in pile body
Muscle, forms reinforced cement mixing pile.When foundation bearing capacity is more than 100kPa, the stake footpath of reinforced cement mixing pile is 500mm,
Away from for 350mm, 150mm is overlapped；When foundation bearing capacity is not more than 100kPa, the stake footpath of reinforced cement mixing pile is 550mm,
Away from 400mm, 150mm is overlapped.The cement mixing pile, is conventional uniaxially or biaxially cement mixing pile, or for SMW engineering methods
Three axis cement mixing piles.After steel pipe or the reinforcing bar insertion, steel concrete capping beam can be added in stake top, to form beaer
System.
This reinforced cement mixing pile building enclosure, although the cement mixing pile of more close limit can be enable to provide the anti-of higher
Curved performance and shear resistance, solve the problems, such as narrow space, it is ensured that the smooth development of excavation of foundation pit safety, but in cement mixing
By after steel pipe or reinforcing bar insertion before stake solidification, after the ground of surrounding is under pressure, the position meeting of reinforcing bar or steel pipe
There is the situation of crooked movement, when reinforcing bar or steel pipe occur crooked, can still influence the anti-bending strength and shearing resistance energy of mixing pile
Power.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of cement mixing pile to go along with sb. to guard him knot
Structure, the advantage is that the positional structure for reinforcing building enclosure is stablized, effective to improve anti-bending strength and shear resistance.
To achieve the above object, the utility model provides following technical solution：
A kind of cement mixing pile building enclosure, including cement mixing pile, the cement mixing pile is interior to go along with sb. to guard him knot equipped with reinforcing
Structure, the protection network for reinforcing building enclosure and including some reinforcing bars being fixedly connected, being fixedly connected with reinforcing bar, the reinforcing
Building enclosure implantation before cement mixing pile solidifies.
By using above-mentioned technical proposal, after the stirring work of cement and weak soil is completed, cement mixing forming pile it
Before, building enclosure will be reinforced and be placed into not solidified cement mixing pile, cement mixing is improved by reinforcing bar and protection network
The anti-bending strength and shear resistance, some reinforcing bars of stake are joined together to form entirety, reduce reinforcing bar and mobile feelings occur
Condition, while protection network again serves to the position of reinforcing bar the effect of restriction, the pressure in a part of external world is carried, to reinforcing bar
Position realize further firm work；Reinforce positional structure of the building enclosure in cement mixing pile to stablize, so that effectively
Raising cement mixing pile anti-bending strength and shear resistance.
The utility model is further arranged to：The reinforcing bar includes some transverse steels, some consolidates with transverse steel
Surely the vertical reinforcement connected, the vertical reinforcement surround the cylinder of cylinder, gap, institute are equipped between the adjacent vertical reinforcement
State and spacer bar is equipped with the center of cylinder, described transverse steel one end is fixedly connected with spacer bar, the other end and vertical steel
Muscle is fixedly connected, and the protection network is arranged on the outside of cylinder, and the part transverse steel extends to cylinder outside and and protection network
It is fixedly connected.
By using above-mentioned technical proposal, supporting point of the spacer bar as cylinder, by transverse steel by its with it is vertical
Reinforcing bar is fixedly connected, and spacer bar, transverse steel and vertical reinforcement form an entirety, reduce single reinforcing bar and move
Phenomenon, the protection network being fixedly connected with cylinder further improves the stability of cylinder, is conducive to reinforce building enclosure position
Put the stabilization of structure.
The utility model is further arranged to：The transverse steel is uniformly staggered along the axis of spacer bar.
By using above-mentioned technical proposal so that cross bar axially accounts for the space of bigger in spacer bar so that cement stirs
Mix the transverse steel in stake to be also evenly distributed as far as possible, reduce the distribution for occurring that partial intensities are high, partial intensities are low, be conducive to improve
The anti-bending strength and shear resistance of cement mixing pile.
The utility model is further arranged to：The transverse steel of the connection every vertical reinforcement and spacer bar
Quantity be more than or equal to three.
By using above-mentioned technical proposal, vertical reinforcement is connected with spacer bar by more transverse steels, is conducive to erect
Stablize to reinforcing bar relative to the position of spacer bar, the intensity of cylinder is improved, so as to improve the stabilization for reinforcing building enclosure
Property.
The utility model is further arranged to：The protection network is cylinder and is set in the outside of cylinder.
By using above-mentioned technical proposal, protection network on the outside of whole cylinder to realizing comprehensive protection, cement mixing
Pressure in stake can be applied on protection network first, and protection network can unload the pressure of a part, reduced reinforcing building enclosure and gone out
The situation of existing position movement.
The utility model is further arranged to：The protection network is plane straight panel shape, the protection network be equipped with six pieces and
It is in hexahedron shape to be staggered.
The effect also protected the surrounding of cylinder by using above-mentioned technical proposal, the protection network being staggered, prevents
Protecting wire net is not integral type, can occur deformation after stress, reduces the pressure being transmitted on cylinder, improves reinforcing building enclosure and exists
Positional stability in mixing pile.
The utility model is further arranged to：The protection network is arc-shaped, and the protection network is equipped with four pieces and interlocks
Set cylindrical.
The effect also protected the surrounding of cylinder by using above-mentioned technical proposal, the protection network being staggered, together
When also increase a contact area of protection network and mixing pile, improve and reinforce position of the building enclosure in mixing pile and stablize
Property.
The utility model is further arranged to：Hangnail is equipped with the transverse steel and vertical reinforcement.
By using above-mentioned technical proposal, hangnail reduces reinforcing bar stress and situation about rising occurs, and improves reinforcing and encloses
The breakout capacity of protection structure.
The utility model is further arranged to：The vertical reinforcement is equipped with point close to one end of cement mixing pile bottom
Thorn, one end away from cement mixing pile bottom are equipped with bearing plate.
By using above-mentioned technical proposal, spine facilitates the inside that reinforcing bar is inserted into cement mixing pile, and reinforcing is gone along with sb. to guard him
Structure will be subject to certain pressure when being inserted into cement mixing pile, and bearing plate improves the stress on vertical reinforcement
Area, facilitates the inside that reinforcing building enclosure is implanted to cement mixing pile.
The utility model is further arranged to：The reinforcing bar is made by iron with protection network.
By using above-mentioned technical proposal, iron has certain strength and stiffness, is conducive to reinforce the stability of building enclosure,
So as to improve the anti-bending strength and shear resistance of cement mixing pile, while itself also has good chemical property, improves use
Service life.
In conclusion the utility model has the advantages that：
1st, reinforce building enclosure and form an entirety, reduce single part and position movement occur, be conducive to reinforcing and go along with sb. to guard him
The overall structure of structure is stablized, so as to improve the anti-bending strength and shear resistance of cement mixing pile；
2nd, reinforcing building enclosure itself made of iron has good chemical property, has the advantages that service life is long.
Brief description of the drawings
Fig. 1 is the structure diagram for embodying cement mixing pile building enclosure in embodiment one；
Fig. 2 is the structure diagram for embodying protection network in embodiment one；
Fig. 3 is the structure diagram for embodying reinforcing bar in embodiment one；
Fig. 4 is the structure diagram for embodying protection network in embodiment two；
Fig. 5 is the structure diagram for embodying protection network in embodiment three.
Reference numeral：1st, cement mixing pile；2nd, building enclosure is reinforced；21st, reinforcing bar；211st, transverse steel；212nd, it is vertical
Reinforcing bar；22nd, protection network；3rd, spacer bar；4th, cylinder；5th, hangnail；6th, spine；7th, bearing plate.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment one：A kind of cement mixing pile building enclosure, as shown in Figure 1, including cement mixing pile 1, cement mixing pile 1
Interior be equipped with reinforces building enclosure 2, and reinforcing building enclosure 2 includes some reinforcing bars 21 being fixedly connected and reinforcing bar 21 is fixed and connected
The protection network 22 connect, after the stirring work of cement and weak soil is completed, before cement mixing pile 1 is molded, knot is gone along with sb. to guard him by reinforcing
Structure 2 is placed into not solidified cement mixing pile 1, and the bending resistance of cement mixing pile 1 is improved by reinforcing bar 21 and protection network 22
Performance and shear resistance.
As shown in Figure 1, reinforcing bar 21 is made by iron with protection network 22, iron has certain strength and stiffness, is conducive to add
Gu the stability of building enclosure 2, so as to improve the anti-bending strength and shear resistance of cement mixing pile 1, while itself also has well
Chemical property, improve service life.
As shown in Figure 1, reinforcing bar 21 include some transverse steels 211, it is some be fixedly connected with transverse steel 211 it is vertical
Reinforcing bar 212, vertical reinforcement 212 surround the cylinder 4 of cylinder, gap are equipped between adjacent vertical reinforcement 212, in cylinder 4
Spacer bar 3 is equipped with center, 211 one end of transverse steel is fixedly connected with spacer bar 3, and the other end is solid with vertical reinforcement 212
Fixed connection, vertical reinforcement 212 and transverse steel 211 are joined together to form entirety, reduce single vertical bold move
Situation, be conducive to entirely reinforce building enclosure 2 stabilization.Meanwhile the gap between adjacent vertical reinforcement 212 so that cylinder 4
When being under pressure, not solidified cement mixing pile 1 can flow in gap, reach reduce cylinder 4 be under pressure and
Situation about being moved.
As illustrated in fig. 1 and 2, protection network 22 is arranged on the outside of cylinder 4, the part transverse steel 211 is to the outside of cylinder 4
Extend and be fixedly connected with protection network 22, protection network 22 is cylinder and is set in the outside of cylinder 4, and protection network 22 is to whole cylinder
Comprehensive protection is realized in the outside of body 4, and the pressure in cement mixing pile 1 can be applied on protection network 22 first, protection network 22
The pressure of a part can be unloaded, reduces the situation that position movement occurs in building enclosure 2 of reinforcing.
As shown in figure 3, the transverse steel 211 in cylinder 4 is uniformly staggered along the axis of spacer bar 3, adjacent two
The position that transverse steel 211 on vertical reinforcement 212 is set is not in same level height, so that cross bar is in spacer bar 3
Axially account for the space of bigger so that cement mixing pile 1（As shown in Figure 1）Interior transverse steel 211 is also evenly distributed as far as possible, subtracts
It is small the low distribution of partial intensities high part intensity occur, be conducive to improve the anti-bending strength and shear resistance of cement mixing pile 1.
As shown in figure 3, in order to effectively improve the stability between spacer bar 3 and vertical reinforcement 212, connect every and erect
It is more than or equal to three to the quantity of reinforcing bar 212 and the transverse steel 211 of spacer bar 3, vertical reinforcement 212 is logical with spacer bar 3
Excessive root transverse steel 211 connects, and is conducive to vertical reinforcement 212 and stablizes relative to the position of spacer bar 3, improves cylinder 4
Intensity so that improve reinforce building enclosure 2 stability.
As shown in figure 3, when vertical reinforcement 212 and transverse steel 211 are implanted in not solidified cement mixing pile 1,
The weak soil of surrounding has certain pressure, the situation that vertical reinforcement 212 can be caused to move up.In transverse steel 211 and vertical reinforcement
Hangnail 5 is equipped with 212, for vertical reinforcement 212 when there is situation about rising, hangnail 5 can produce certain resistance, so as to reach
Reduce the situation that 212 stress of vertical reinforcement rises.
It is implanted into as shown in Figure 1, cement mixing pile 1 when non-coagulation forming, will reinforce building enclosure 2, due to not coagulating
Solid cement mixing pile 1 also have certain resistance, the implantation that can stablize of building enclosure 2 is reinforced for convenience, in vertical reinforcement
212 are equipped with spine 6 close to one end of 1 bottom of cement mixing pile, and one end away from 1 bottom of cement mixing pile is equipped with bearing plate 7（Such as
Shown in Fig. 3）.
As shown in Figure 1, reinforcing building enclosure 2 when cement mixing pile 1 is injected, spine 6 facilitates reinforcing bar 21 and inserts
Enter to the inside of cement mixing pile 1, while reinforce building enclosure 2 during insertion, it is necessary to which certain beats or compress
Power, bearing plate 7（As shown in Figure 3）The forced area on vertical reinforcement 212 is improved, facilitates and is realized to reinforcing building enclosure 2
Beat or compress, reduce reinforcing building enclosure 2 and be subject to beat the situation that power is damaged, so as to be conducive to reinforcing going along with sb. to guard him knot
The inside for being implanted to cement mixing pile 1 of 2 fast and stable of structure.
Embodiment two：A kind of cement mixing pile building enclosure, is with one difference of embodiment, as shown in figure 4, protection
Net 22 is plane straight panel shape, and protection network 22 is equipped with six pieces and is staggered in hexahedron shape.The protection network 22 being staggered is to cylinder
The effect that the surrounding of body 4 is also protected, since protection network 22 is not integral type, can produce deformation after stress, can unload
Carry the pressure that a part is transmitted on cylinder 4, be under pressure so as to reduce and be transmitted on cylinder 4, reach the position for reducing cylinder 4
The purpose being moved is put, the positional stability for reinforcing building enclosure 2 in mixing pile is improved, is finally reached raising cement mixing
Stake 1（As shown in Figure 1）Anti-bending strength and shear resistance.
Embodiment three：A kind of cement mixing pile building enclosure, is with one difference of embodiment, as shown in figure 5, protection
Net 22 is arc-shaped, and protection network 22 is equipped with four pieces and is staggered cylindrical.The protection network 22 being staggered is to the four of cylinder 4
The effect that week is also protected, while a contact area of protection network 22 and mixing pile is also increased, improve reinforcing and go along with sb. to guard him knot
Positional stability of the structure 2 in mixing pile.
As shown in figure 5, it is not a bodily form due to being staggered when protection network 22 is under pressure effect at the same time
Into stress can produce deformation afterwards, can uninstall the pressure that a part is transmitted on cylinder 4, cylinder is transmitted to so as to reduce
It is under pressure on body 4, the position for achieving the purpose that to reduce cylinder 4 is moved, and improves and reinforces building enclosure 2 in cement mixing pile
Positional stability in 1, is finally reached the anti-bending strength and shear resistance for improving cement mixing pile 1.
This specific embodiment is only explanation to the utility model, it is not the limitation to the utility model, ability
Field technique personnel as needed can make the present embodiment the modification of no creative contribution after this specification is read, but
As long as all protected in the right of the utility model be subject to Patent Law.
Claims (10)
1. a kind of cement mixing pile building enclosure, including cement mixing pile（1）, it is characterized in that：The cement mixing pile（1）Inside set
There is reinforcing building enclosure（2）, the reinforcing building enclosure（2）Including some reinforcing bars being fixedly connected（21）With reinforcing bar
（21）The protection network being fixedly connected（22）, the reinforcing building enclosure（2）In cement mixing pile（1）Implantation before solidification.
2. a kind of cement mixing pile building enclosure according to claim 1, it is characterized in that：The reinforcing bar（21）If including
Dry transverse steel（211）, some and transverse steel（211）The vertical reinforcement being fixedly connected（212）, the vertical reinforcement（212）
Surround the cylinder of cylinder（4）, the adjacent vertical reinforcement（212）Between be equipped with gap, the cylinder（4）Center at be equipped with
Spacer bar（3）, the transverse steel（211）One end and spacer bar（3）It is fixedly connected, the other end and vertical reinforcement（212）
It is fixedly connected, the protection network（22）It is arranged on cylinder（4）Outside, the part transverse steel（211）To cylinder（4）Prolong in outside
Stretch and and protection network（22）It is fixedly connected.
3. a kind of cement mixing pile building enclosure according to claim 2, it is characterized in that：The transverse steel（211）Edge
Spacer bar（3）Axis be uniformly staggered.
4. a kind of cement mixing pile building enclosure according to claim 3, it is characterized in that：Connect the every vertical reinforcement
（212）With spacer bar（3）Transverse steel（211）Quantity be more than or equal to three.
5. a kind of cement mixing pile building enclosure according to claim 2 or 4, it is characterized in that：The protection network（22）For
Cylinder and it is set in cylinder（4）Outside.
6. a kind of cement mixing pile building enclosure according to claim 2 or 4, it is characterized in that：The protection network（22）For
Plane straight panel shape, the protection network（22）Equipped with six pieces and it is staggered in hexahedron shape.
7. a kind of cement mixing pile building enclosure according to claim 2 or 4, it is characterized in that：The protection network（22）For
It is arc-shaped, the protection network（22）Equipped with four pieces and it is staggered cylindrical.
8. a kind of cement mixing pile building enclosure according to claim 2, it is characterized in that：The transverse steel（211）With
Vertical reinforcement（212）On be equipped with hangnail（5）.
9. a kind of cement mixing pile building enclosure according to claim 2, it is characterized in that：The vertical reinforcement（212）Lean on
Nearly cement mixing pile（1）One end of bottom is equipped with spine（6）, away from cement mixing pile（1）One end of bottom is equipped with bearing plate
（7）.
10. a kind of cement mixing pile building enclosure according to claim 2, it is characterized in that：The reinforcing bar（21）With preventing
Protecting wire net（22）It is made by iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721374835.9U CN207314332U (en) | 2017-10-23 | 2017-10-23 | A kind of cement mixing pile building enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721374835.9U CN207314332U (en) | 2017-10-23 | 2017-10-23 | A kind of cement mixing pile building enclosure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314332U true CN207314332U (en) | 2018-05-04 |
Family
ID=62382163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721374835.9U Expired - Fee Related CN207314332U (en) | 2017-10-23 | 2017-10-23 | A kind of cement mixing pile building enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314332U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112195914A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cement mixing pile applied to silt layer geological soft foundation and construction method thereof |
-
2017
- 2017-10-23 CN CN201721374835.9U patent/CN207314332U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112195914A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cement mixing pile applied to silt layer geological soft foundation and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180504 |